Sum-IR 480-07.45
Summit County · est $5.8M
Bid dateThursday, January 30—
Summit County · est $5.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 146 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2J D Williamson Construction CO INC | % of bid |
|---|---|---|---|---|
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 8,393 SY | $110 | $155 | 17% |
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 413 CY | $1,230 | $2,000 | 9% |
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 397 CY | $1,230 | $2,000 | 9% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,453 CY | $329 | $260 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $400,000 | $700,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $360,000 | $450,000 | 7% |
| 509E27000 CHROMIUM STEEL REINFORCEMENT | 80,662 LB | $3.25 | $3.50 | 5% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $240,000 | $150,000 | 4% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 89,206 LB | $2.20 | $2.25 | 4% |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 278 CY | $690 | $360 | 4% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 459 CY | $410 | $265 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $184,500 | $956,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $184,500 | $956,000 | 3% |
| 203E10000 EXCAVATION | 1,888 CY | $80.00 | $28.00 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 251 SY | $530 | $700 | 2% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 241 SY | $530 | $500 | 2% |
| 614E18000 MAINTAINING TRAFFIC, MISC.:SAFETY REPAIRS | 100,000 EACH | $1.00 | $1.00 | 2% |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 3,246 EACH | $27.00 | $9.00 | 2% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 5,277 FT | $16.00 | $20.00 | 2% |
| 832E30000 EROSION CONTROL | 82,500 EACH | $1.00 | $1.00 | 2% |
| Item | Quantity | R1Kokosing Construction Company INC | R2J D Williamson Construction CO INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $70,000 | $20,000 |
| 202E23000 PAVEMENT REMOVED, ASPHALT | 9,043 SY | $7.50 | $10.00 |
| 202E23000 PAVEMENT REMOVED, CONCRETE | 718 SY | $26.00 | $24.00 |
| 202E38000 GUARDRAIL REMOVED | 2,185 FT | $2.00 | $2.00 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 433 FT | $11.00 | $25.00 |
| 202E75000 FENCE REMOVED | 382 FT | $8.50 | $4.00 |
| 203E20000 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 324 CY |
| $60.00 |
| $25.00 |
| 204E10000 SUBGRADE COMPACTION | 1,779 SY | $3.00 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 25 CY | $70.00 | $25.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 25 CY | $120 | $100 |
| 204E45000 PROOF ROLLING | 1 HOUR | $300 | $335 |
| 204E50000 GEOTEXTILE FABRIC | 75 SY | $8.00 | $2.50 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 22 STA | $730 | $120 |
| 606E15050 GUARDRAIL, TYPE MGS | 975 FT | $18.50 | $19.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 700 FT | $21.00 | $21.00 |
| 606E15300 GUARDRAIL, TYPE MGS QUARTER POST SPACING WITH LONG | 250 FT | $23.50 | $40.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 3 EACH | $2,200 | $2,600 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 5 EACH | $2,300 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $900 | $1,400 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,300 | $2,600 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $350 | $575 |
| 607E15000 FENCE, TYPE 47 | 279 FT | $17.45 | $28.00 |
| 607E23000 FENCE, TYPE CLT | 103 FT | $43.00 | $46.00 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $5,000 | $7,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $5,000 | $8,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 19 SY | $160 | $175 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 60 SY | $100 | $100 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $125 |
| 659E00300 TOPSOIL | 298 CY | $15.00 | $60.00 |
| 659E10000 SEEDING AND MULCHING | 2,688 SY | $1.70 | $1.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 134 SY | $1.70 | $1.79 |
| 659E15000 INTER-SEEDING | 134 SY | $1.70 | $1.79 |
| 659E20000 COMMERCIAL FERTILIZER | 0.37 TON | $1,250 | $881 |
| 659E31000 LIME | 0.56 ACRE | $150 | $154 |
| 659E35000 WATER | 15 MGAL | $1.00 | $1.00 |
| 659E40000 MOWING | 6 MSF | $200 | $5.00 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 50 FT | $35.00 | $12.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 193 FT | $50.00 | $25.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $55.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 10 EACH | $650 | $550 |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 25 CY | $1,900 | $775 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 10,246 FT | $2.00 | $3.00 |
| 253E02000 PAVEMENT REPAIR | 25 CY | $1,900 | $800 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 43,258 SY | $1.00 | $3.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.0" DEPTH | 834 SY | $21.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 294 CY | $176 | $120 |
| 407E13900 TACK COAT, 702.13 | 38 GAL | $3.00 | $20.00 |
| 407E20000 NON-TRACKING TACK COAT | 3,728 GAL | $2.50 | $3.50 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 29 CY | $590 | $450 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (41 CY | $425 | $340 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (54 CY | $750 | $350 |
| 609E24510 CURB, TYPE 4-C | 36 FT | $75.00 | $31.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 14,199 FT | $0.60 | $0.51 |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 2,846 SY | $28.50 | $30.00 |
| 621E00100 RPM | 68 EACH | $118 | $125 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 68 EACH | $67.00 | $20.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, (1-WAY) | 8 EACH | $11.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (1-WAY) | 32 EACH | $11.00 | $13.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 21 FT | $23.10 | $22.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 50 FT | $25.30 | $24.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 38 FT | $85.80 | $82.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $49.50 | $47.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH | $16.50 | $16.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $71.50 | $68.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 8 EACH | $22.00 | $21.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $270 | $250 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.12 MILE | $11,135 | $11,400 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $22,985 | $23,000 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $63,845 | $63,900 |
| 646E10110 LANE LINE, 6" | 0.06 MILE | $22,325 | $22,400 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 2.96 MILE | $6,406 | $6,450 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 1.48 MILE | $3,123 | $3,125 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,760 | $3,775 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 2 EACH | $1,073 | $1,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 600 HOUR | $135 | $100 |
| 614E11630 INCREASED BARRIER DELINEATION | 320 FT | $0.75 | $12.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,500 |
| 614E12420 DETOUR SIGNING | 1 LS | $35,000 | $20,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 8 EACH | $830 | $160 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 100 EACH | $7.40 | $36.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (1-WAY) | 244 EACH | $7.50 | $14.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, (1-WAY) | 50 EACH | $18.00 | $14.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 344 EACH | $23.00 | $18.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 12 SNMT | $675 | $1,000 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 36 SNMT | $670 | $1,000 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 1.45 MILE | $1,400 | $1,425 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 8.83 MILE | $2,700 | $2,725 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.12 MILE | $8,560 | $8,000 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 13,042 FT | $2.75 | $2.80 |
| 614E23410 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 740.06, | 243 FT | $3.67 | $2.55 |
| 614E28200 WORK ZONE GORE MARKING, CLASS II, 642 PAINT | 1,655 FT | $3.00 | $3.00 |
| 616E10000 WATER | 7 MGAL | $255 | $5.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 4,920 FT | $10.00 | $18.00 |
| 622E41111 PORTABLE BARRIER, ANCHORED, AS PER PLAN | 1,040 FT | $23.00 | $75.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $560 | $1,000 |
| 202E22900 APPROACH SLAB REMOVED | 228 SY | $110 | $100 |
| 202E23500 WEARING COURSE REMOVED | 228 SY | $55.00 | $18.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $50,000 | $85,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $32,000 | $50,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,911 LB | $2.30 | $1.70 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 321 LB | $2.30 | $1.40 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,415 FT | $1.80 | $1.60 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 276 EACH | $36.00 | $34.00 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 48 CY | $1,180 | $1,200 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 21 CY | $2,205 | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 617 SY | $28.00 | $32.00 |
| 512E33000 TYPE 2 WATERPROOFING | 8 SY | $80.00 | $25.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 287 SY | $30.00 | $35.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 84 SF | $9.00 | $5.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 101 SF | $13.00 | $8.00 |
| 516E14015 INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLA | 126 FT | $42.00 | $75.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 50 CY | $145 | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 110 FT | $30.00 | $21.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 30 FT | $30.00 | $40.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 68 SF | $200 | $150 |
| 526E90020 TYPE B INSTALLATION | 54 SY | $180 | $50.00 |
| 530E00400 SPECIAL - STRUCTURES, MISC.: CORING HOLES IN EXIST | 29 EACH | $120 | $350 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 34 SY | $70.00 | $80.00 |
| 202E22900 APPROACH SLAB REMOVED | 238 SY | $110 | $100 |
| 202E23500 WEARING COURSE REMOVED | 238 SY | $55.00 | $18.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $50,000 | $85,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $32,000 | $50,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,975 LB | $2.30 | $1.70 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 316 LB | $2.30 | $1.40 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,415 FT | $1.80 | $1.60 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 283 EACH | $36.00 | $34.00 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 48 CY | $1,180 | $1,200 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 20 CY | $2,205 | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 617 SY | $28.00 | $32.00 |
| 512E33000 TYPE 2 WATERPROOFING | 7 SY | $80.00 | $25.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 287 SY | $30.00 | $35.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 88 SF | $9.00 | $5.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 105 SF | $13.00 | $8.00 |
| 516E14015 INTEGRAL ABUTMENT EXPANSION JOINT SEAL, AS PER PLA | 131 FT | $42.00 | $75.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 51 CY | $145 | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 120 FT | $30.00 | $21.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 30 FT | $30.00 | $40.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 5 SF | $200 | $150 |
| 526E90020 TYPE B INSTALLATION | 56 SY | $180 | $50.00 |
| 530E00400 SPECIAL - STRUCTURES, MISC.: CORING HOLES IN EXIST | 29 EACH | $120 | $350 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 34 SY | $70.00 | $80.00 |
| 100E51200 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVIS | 30,000 EACH | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $28,650 | $85,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $5,000 | $16,000 |
| 619E16020 FIELD OFFICE, TYPE C | 20 MNTH | $3,500 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $50,000 | $35,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 8,393 SY | $110 | $923k | 13% |
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 413 CY | $1,230 | $508k | 7% |
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 397 CY | $1,230 | $488k | 7% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,453 CY | $328.5 | $477k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $400,000 | $400k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $360,000 | $360k | 5% |
| 509E27000 CHROMIUM STEEL REINFORCEMENT | 80,662 LB | $3.25 | $262k | 4% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $240,000 | $240k | 3% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 89,206 LB | $2.2 | $196k | 3% |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 278 CY | $690 | $192k | 3% |